全文获取类型
收费全文 | 3645篇 |
免费 | 795篇 |
国内免费 | 1907篇 |
专业分类
测绘学 | 19篇 |
大气科学 | 484篇 |
地球物理 | 1390篇 |
地质学 | 3681篇 |
海洋学 | 415篇 |
天文学 | 9篇 |
综合类 | 161篇 |
自然地理 | 188篇 |
出版年
2024年 | 16篇 |
2023年 | 69篇 |
2022年 | 111篇 |
2021年 | 126篇 |
2020年 | 183篇 |
2019年 | 248篇 |
2018年 | 241篇 |
2017年 | 148篇 |
2016年 | 231篇 |
2015年 | 238篇 |
2014年 | 285篇 |
2013年 | 352篇 |
2012年 | 303篇 |
2011年 | 297篇 |
2010年 | 284篇 |
2009年 | 319篇 |
2008年 | 261篇 |
2007年 | 325篇 |
2006年 | 315篇 |
2005年 | 232篇 |
2004年 | 223篇 |
2003年 | 177篇 |
2002年 | 160篇 |
2001年 | 134篇 |
2000年 | 146篇 |
1999年 | 122篇 |
1998年 | 121篇 |
1997年 | 118篇 |
1996年 | 112篇 |
1995年 | 84篇 |
1994年 | 79篇 |
1993年 | 68篇 |
1992年 | 47篇 |
1991年 | 39篇 |
1990年 | 36篇 |
1989年 | 26篇 |
1988年 | 20篇 |
1987年 | 14篇 |
1986年 | 11篇 |
1985年 | 4篇 |
1984年 | 9篇 |
1983年 | 1篇 |
1982年 | 2篇 |
1981年 | 2篇 |
1980年 | 1篇 |
1979年 | 2篇 |
1977年 | 2篇 |
1974年 | 1篇 |
1972年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有6347条查询结果,搜索用时 15 毫秒
111.
Adnan A. Basma Samer A. Barakat Maher T. Omar 《Geotechnical and Geological Engineering》2003,21(3):225-242
The design methods currently used for earth reinforcement are mostly based on deterministic properties of both the soil and
the construction materials used. Nowadays, however, the general trend is designing at a specific degree of reliability. This
is even more true where the raw data such as soil properties exhibit significant variation. Deterministic solutions, in this
case, may not suffice. Therefore, this paper will attempt to use probabilistic formulations thereby modifying the existing
design procedure of reinforced earth retaining walls to account for uncertainties and variabilities. Through a first order
Taylor's series expansion about the mean, the mean and variance of the strip reinforcing components, namely width and length,
are derived in terms of the variations in the soil properties. Design charts that enable estimation of both mean and variance
are developed to avoid extensive partial differentiation involved in the computations. Using appropriate probability distributions
along with the mean and variance, the final design outputs are determined for a selected failure probability by introducing
what is refered to as 'risk index'. The results indicate that the risk index increases with an increase in the coefficient
of variations and a decrease in failure probability. Furthermore, it is shown that in some cases, depending on the variabilities
of the soil properties, the classical design technique produced a relatively high failure probability.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
112.
Contrasting metamorphic evolution of metasedimentary rocks from the Çine and Selimiye nappes in the Anatolide belt, western Turkey 总被引:1,自引:0,他引:1
J. L. Régnier U. Ring C. W. Passchier K. Gessner T. Güngör 《Journal of Metamorphic Geology》2003,21(7):699-721
Abstract P–T conditions, mineral isograds, the relation of the latter to foliation planes and kinematic indicators are used to elucidate the tectonic nature and evolution of a shear zone in an orogen exhumed from mid‐crustal depths in western Turkey. Furthermore, we discuss whether simple monometamorphic fabrics of rock units from different nappes result from one single orogeny or are related to different orogenies. Metasedimentary rocks from the Çine and Selimiye nappes at the southern rim of the Anatolide belt of western Turkey record different metamorphic evolutions. The Eocene Selimiye shear zone separates both nappes. Metasedimentary rocks from the Çine nappe underneath the Selimiye shear zone record maximum P–T conditions of about 7 kbar and >550 °C. Metasedimentary rocks from the overlying Selimiye nappe have maximum P–T conditions of 4 kbar and c. 525 °C near the base of the nappe. Kinematic indicators in both nappes are related to movement on the Selimiye shear zone and consistently show a top‐S shear sense. Metamorphic grade in the Selimiye nappe decreases structurally upwards as indicated by mineral isograds defining the garnet‐chlorite zone at the base, the chloritoid‐biotite zone and the biotite‐chlorite zone at the top of the nappe. The mineral isograds in the Selimiye nappe run parallel to the regional SR foliation, parallel the Selimiye shear zone and indicate that the Selimiye shear zone formed during this prograde greenschist to lower amphibolite facies metamorphic event but remained active after the peak of metamorphism. 40Ar/39Ar mica ages and the tectonometamorphic relationship with the Eocene Cyclades–Menderes thrust, which occurs above the Selimiye nappe in the study area, suggests an Eocene age of metamorphism in the Selimiye nappe. Metasedimentary rocks of the Çine nappe 20–30 km north of the Selimiye shear zone record maximum P–T conditions of 8–11 kbar and 600–650 °C. An age of about 550 Ma is indicated for amphibolite facies metamorphism and associated top‐N shear in the orthogneiss of the Çine nappe. Our study shows that simple monophase tectonometamorphic fabrics do not always indicate a simple orogenic development of a nappe stack. Preservation in some areas and complete overprinting of those fabrics in other areas apparently occur very heterogeneously. 相似文献
113.
114.
115.
116.
岩质边坡稳定性分析的探讨 总被引:2,自引:0,他引:2
通过最大剪应力等值线来确定边坡的滑动面,并与其结构面抗剪强度相比较,给出了确定边坡的稳定系数的方法。 相似文献
117.
非饱和土抗剪强度理论的研究进展 总被引:6,自引:0,他引:6
非饱和土的工程性质是20世纪90年代以来国际岩土工程界研究的热点,非饱和土的抗剪强度是非饱和土的重要工程性质之一,在参阅了中、外文相关资料的基础上,总结了非饱和土抗剪强度理论的研究成果,提出了非饱和土抗剪强度有待进一步研究的问题。 相似文献
118.
119.
对2003年2月10日至11日发生在南京的一次寒潮降温降雨(雪)的主要影响系统,如阻塞高压、高空槽、横槽、中低层暖式切变线、地面冷锋以及地面暖低压倒槽等进行了描述和分析,并对某些物理量进行了分析。分析得出:这次寒潮降温降雨(雪)天气是在高空500hPa乌拉尔山阻塞高压崩溃、巴尔喀什湖至准噶尔盆地的横槽转竖,冷空气从西北路径东移南下,中低层冷槽与暖式切变线接合以及地面冷锋切入暖低压倒槽等天气系统的作用下发生的,并归纳出此类天气预报的指示系统,对于做好寒潮天气预报具有指导作用。 相似文献
120.